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35-284 (2) PRa EGT:J06EPH AND DE13RA FARRM 5m MCC-LOY DATE:11/1VW NVO (111 FASTFNIN('-ti PAGE /4 OF /(r TAIII-F O.6C-I_AG Sc(IFWS•LATF:ItAL LOAD DESIGN VAI_Ut_. Normal load duration, illy mvice colldilinns - - 1;1111111'1 1�I11i11P 11 1,111101' 111 (1113111' IV (h.0 nc w -1 ulal 6UC.a1 Igad put ImA laletal load lial ImA 1.11cf4i 10J11 pul Total laletal loin Joel l.cng111 ul 1,1 lily lay scmw In single leg 1Cfew of Single lag)cltw In single lag screw In single Lul Ir.lcvt :.n+w:Lan4 $local 1!••n.•uh1 Ihe:u IPuwul)1 filem 1piminlsl Shea$ (Pound)) hU.hell Im..hes1 . . ._..—_ ('a.•dlul Pet Pall.ht ul of 1'al allel 1'C1 ha I11 I.c Ufa I Pal al l cl 1'eo pcnddulao I'alallel Petpendlculat IU tp.1111 to glaln 10(yalls lu JIaln lu QUU1 to g1a.11 to Olson to Ofeln t nl :dll 111!( 7 10 i 1;0 15b 121) 125 100 AY. 7411 %b!1 111/1 1'NI 1 IIl Ib5 105 1/11 •I lei %bb .1a1 1:1!, %311 101 1111) 1111 /111; air, 275 7IA Tlti 26y 150 210 120 172 !4(1 2u5 415 21b ")!, 155 240 125 5/H 6145 710 490 235 350 110 280 175 1,',.--- —?1 J 210 235 I1.15 210 1G5 190 145 5116 410 280 355 240 290 200 275 160 'lift 610 745 480 290 345 210 275 165 4" - 7/111 An 425 515 720 405 230 720 180 112 1130 430 625 325 450 235 _760 185 5tH Wit., 465 740 355 530 255_ 425 205 e.711i 43!, 295 713 235 ]]!. 2]0 300 205 �.. :lilt (alb 715 575 325 470 295 775 270 t/If'i 100 465 710 405 535 705 430 24 177 1114!. 540 H50 440 Oil .115 490 255 G/19 1:):10 635 IOU5 40u 1211 345 580 280 714 15Hn 605 1190 525 H55 37U 690 305 — — 5/1fi• �4a5 705 400 270 345 2]5 305 205 l/H 6:111 305 645 330 4011 J00 470 260 /Iota 1150 400 735 415 GGO 715 545 310 G" 10 11011 510 045 490 770 400 615 320 ',nl iG40 790 1750 600 900 430 720 345 174 1!1/U 11lih 14110 I,bu luau -Wu 0b0 370 J/H•—_ 645 390 555 340 500 30S 440 270 1110-1 190 750 425 G10 380 590 375 1" 117 1170 580 970 505 1165 450 745 385 '../11 1/00 020 1460 /00 1020 540 900 430 :114 7:11;0 1040 11140 010 1200 570 1040 460 - -- )JIG* — -- 111!. 500 )GO 430 600 ]05 600 ]40 1/7 11.01 590 9u5 510 001) 455 775 400 H" !1/11 11-10 U40 1 W 720 1775 G35 1070 510 '114 7415 1090 2170 975 Ibbu 600 1250 555 770 _ _37110 1365 2490 1035 17110 7_40_ 1470 595 -- - - —177• 1 1!,0 600 900 Wt, 1!115 41;0 700 405 I/!0 1150 1510 125 13110 650 1200 575 9*1 379 2520 1110 2160 950 1'/u0 1H5 •1435 630 _ 1/8 7350 1390 2880 1200 2060 855 1660 690 Yll 11100 GG5 15540 740 1300 660 1220 585 714 2540 1120 2190 965 1970 1165 1625 715 10.. till 1470 1420 2960 1 270 2340 970 1890 785 1 _ 4420 1710 3710 1485 2660 1065 2140 855 T- - -- Y/•i'-- - PAW 1130 2220 9111 2005 0110 1765 700 it" //11 :14611 14JO 2990 1240 2600 1080 2100 870 1 4-100 1000 30_110 1550_ ?91_0 119_0_ 2770 950 lilt �1.1/0 1440 3000 1250 2690 1120 7320 965 17" 1 1520 1810 3'00 1560 321JO 1320 2630 1050 1-1/11 5Gt;0 2260 4900 1960 3570 1430 2870 1150 lilt* 3!;00 1455 7030 1260 7710 1190 2390 1 4560 1020 3930 1510 3520 1410 2890 1155 1 1/11 b/1111 22110 4970 1910 3920 1570 3120 1750 1 -VA in 1030 395u 11510 36:10 1.110 3120 1240 1 Ito 5140 2300 4950 1980 4380 1750 7500 1400 1 114 1020 2000 6060 2420 4u i0 1991) 3910 1560 I- 3-G0 15110 —35511 1420 7130 1260 IY' 1 I/tl b//t) 2310 4900 1'J'JO 4460 1190 3820 1570 1 1/4 _70/0 _21.130 _6110 7450 _5250 7100_ 4180 1670 1. _ - 41.00 1040 7960 1680^ 35';0 1.120 3130 1250 I l;" I lilt* 61100 2320 bu110 2000 44/U t TJu 3950 1580 1 114• 1170— 2850 6150 2460 5500 7200 4570 1810 •i;l relr. IrnyUll du n..l tuuvulc hulh c. lua�h SI PROJECT:J06EPN AND DEBRA FALL BOB MC.CLOY DATE:12/21/W WOOD I�ASTI:NING pq� jS p� used wilh w00d Stilt' n10111)rrs ;Ire I;iMl in T;Illle inserted 1.. ~.011. :\J11iti+u►;al dt-sigli values :ir given ill ftr.1't•r pr;tin 111' main mtnlhr r) are given in Tables•9.611 roil', 10 :11111 11 1\1111vildir I. and 8.66. 8.0.7,2 Metal %idc Pivcvs. H.0.7.-1 Design Values for Lateral Resistance Design values fur Literal loin for lag screws - Loaded hirpentlicular to Grain - Lag Screw in 11'Xd willl nlrt;tl ~till' Ilil-Ce% air I;ivcn in Table 8.0C. Side Crain. 'idle v;llu(.; :u-r. for nlrlal pl;aws up to 1/1-inch thick. I)e:sign values fur himil resistance, when the 11 rrr,•1;,1 ill' 1'•fl'alrl' tllit-kllv%% .11'11 used, lrlads m( Ilt'fpl Ildll'111;11' 111 gi-:611 and the lag Screw is 111r 1,,:1r1. I'll Lilt %4-1l'w% ,11.111 he reduced in losetlid Itelllrndnvrlat 14, Ills• filler (i.e., in side prr,I,r,aln)n Ili Hit- Ir„l't I„'nell-a(iun of (lie 1:11" gratin ill' Inain Inclnl,rr), me given in Tables 8.1111 screw. Addilio nal desilall values are giver) in ltel'cr- and 8.0C. click. 11, Alycodix I. M.6.7.5 Design Values 1'or Lateral Resistance 8,0.7.3 Design V:alucs fur Lateran Resistance - Loaded at Angles Other Than 0° and 90° to Grain Loaded Parallel 111 Grain - Lag Screw in Side - Lag Screw in Side Grain. Grain. When fire luau nits in the plane of the woad Dc%igll value, fill- lateral when the surface at ail angle otlier lllan 0° and 90° with file load% act Ilaradlel it) grain and file lab screw is grain, the lag screw is inserted perpendicular to file TAflLE B.GA—LAG SCfiEWS-WITHDRAWAL DESIGN VALUES Normal load duraaion, dry service conditions msiprr v:,lurs Inr Iliad in withdrawal in Pounds per inch D = ilia shank diamelrr in inches. of penetration ul thraadarl hart loos side grain of member G - specific gravity of the wood based on weight and volume holding point. when oven-dry. Lag screw diameter ID Specdic gravily 1/4 5/16 3/0 7/16 112 9/16 5/8 314 718 1 1.1/8 1.1/4 r 0.250 0.3125 0.375 0.4375 0.500 0.5625 0.625 0.750 0.875 1.000 1.126 1.250 0,/5 413 4119 5ri0 629 695 759 022 942 1058 1169 1277 1382 O.Gll 3.1 422 4114 543 600 656 709 013 913 1009 1103 1193 0.1i 340 413 413 531 587 641 694 796 893 981 1078 1167 0.66 341 403 463 519 574 627 618 718 013 965 1054 1141 0.ri7 '111 3117 4?1 473 523 571 618 708 195 079 960 1039 0.55 260 307 352 395 437 477 516 592 664 734 802 866 0.54 253 299 342 304 425 464 501 576 646 714• 780 844 0.51 237 214 314 353 390 426 461 528 593 656 716 776 0.49 218 258 296 332 367 401 434 498 559 617 674 730 0.411 232 250 2117 322 356 389 421 482 542 599 654 708 0.47 205 242 218 312 345 377 408 467 525 580 634 688 0.46 199 235 269 302 334 365 395 453 508 562 613 664 0.45 192 227 260 292 323 353 382 438 492 543 594 642 0.44 Ifill 220 252 203 312 341 369 423 475 . 525 574 621 0.43 1/9 712 741 773 302 330 357 409 459 508 554 600 0.42 173 205 2:15 264 291 318 • 344 395 443 49Q 535 579 0.41 1617 190 226 254 281 301 332 381 420 413 518 559 0.40 1111 190 2111 246 271 296 320 367 412 455 497 638 0.39 155 1113 210 236 261 285 308 353 397 438 479 518 0.38 149 176 202 227 261 274 296 340 301 422 461 498 0.37 143 169 194 210 241 263 285 326 367 405 443 479 0.36 131 1613 11161 209 231 253 273 313 352 389 425 460 0.35 132 lb6 179 200 222 242 262 300 337 313 407 441 0.31 121 143 164 184 203 222 240 275 309 341 373 403 0.31 110 130 149 161 It15 202 210 250 201 311 339 367 ' PROJECT.J06EPN AND DEBRA FARREU BOB MCCLOY DATE:12/2VS& PAGE OF A( KI. 33 �� ' ,2s9. R g g4Lo� ,oar /L 7.73 .. V /(.-7- 73 19�� q o. c • • ,4CT /.z A / .Q7S. g7 rr V,4- V crow Act 475', '7-7 4- — 4 4 ,moo S 4- -4 6 4 O� F'R oza:DOGE N AND DEWA FAWEL.L 8013 tlrlr-AY [)Alf-:12/2VW PACE �3 OF 1 G !.A<-- _--- r M /L13 • �� h - 7- _ 63tit . G2 9 1,4 .5-) (1/*. -3.,3 7tp JOSEPH SOB h1cCL AtO DESPA FAIL •PA:i?111ig8 1,042 . ze M4 x 4 Z R /* />"717 � 4 l pRaea J06FPN Ate DEBRA FAFaCl BOB McGIAY DATE-12/11/98 PACE 1 OF IL, CNEcK 4A& �cR��✓ $ n4. 4. 3 ,e24. 3 Co�/SERv/1-r v C 7.. L 3z5. z 314 /z •�)�. , r1 7-�Z. Z 7 Z Z - t -7 d/G- toe M�C�.or AND°e3R4� IC, CF /4. C o�vS,g,q IiA 71v E , 4C rc..tg�G -- � �► • 076 3 R G j� "'OXCr, MDPA PAPSE1 L DOB MccLor DATE.I2/21M PAGE Cl CP 4 t-SW7 RIOCC NA!(�t hJ( PEAD 5.T. Tc1f SGiE,V o 4," VIN. �j X wAu CAP 3D✓3 ._ tit 140 ( A.J a 1',•/ a 00 00 ,• a 44 u A--I v <,•r o .,F A^16 x 3 cox/ 7� ,CAS SCRC►vS NFU i-ED 13oCr }-EX HUD If 8U►l:itvC SL'rFAC:E S7f�'asC'. 7"Ure/�t • ti ` r� FRa ECT:J05EPN AND DEBRA FARRELL WB McCLOY DATE:12nl1W PACiE CF I 4" DEEP GABLE POST DIMENSIONS AND CONDITIONS I VALUE 4 6PP �oo�N 2.234 in MIN QW-: N 6WW MIN o g N VALUE 4 _ oT- o = 3.2212 in 04 IXo p win 3: >w MIN Lo I VALUE 4 2.234 in DEFLECTION LIMITED TO L/175 (GABLE POSTS ASSUMED FULLY BRACED BY PANELS, GLASS, SILICONE, AND WINDOW MULLION ATTACHMENT) PROJECT:JOSM 40 DEBRA FA RRELL BOB McCLOY DATE:12/1VW PACs `� OF /C. DEEP GABLE POST LENGTH AND MODULE WIDTH MODULE MODULE NOTE WIDTH WIDTH USE DETERM N� WIDTH E ALLOWABLE TO WIND LOAD L� 0 _ 0 �- c� w w 2 J W J F-- _ 0 J J Q Y W � U J F- `'L m Z m < C) O 0 HORIZONTAL DISTANCE FROM WALL �_. .- - --- -- - - - --- - - -- --- - -- PROJEGT:.MPN AND DE13RA PARREI..L rm rccLoY DATE-11/21/W PAa 4 OF co 4" DEEP GABLE POST WIND LOAD CHART KPSF) SEE ALSO NEXT TWO SHEETS 3'-0" J'-6" 4'-0" 5'-0" 6l-011 LENGTH WIDE WIDE WIDE WIDE WIDE (INCHES) MODULE MODULE MODULE MODULE MODULE 81.75 100.44 86.09 75.33 60.26 50.22 84 93.20 79.89 69.90 55.92 46.60 87 85.56 71.62 62.67 50.14 41.78 90 - 75.56 64.77 56.67 45.34 37.78 93 68.52 58.73 51.39 41.11 34.26 96 62.40 53.50 46.80 37.44 31.2 0- 'Q 99 56.52 48.44 42.39 33.91 28 GRER.26 7.4,9,1 102 51.40 44.06 38.55 .84 25.70 3S'11 FpQ oa. 105 46.96 40.25 35.25 2818 23.48 4,e4 .,-4A SS 108 42.92 36.80 32.19 25.75 21.46 111 39.20 33.60 29.40 23.52 19.6 114 35.88 30.75 26.91 21.53 17.94 117 33.00 28.29 24.75 19.80 16.5 120 30.28 25.95 22.71 18.17 15.14 123 27.80 23.83 20.85 16.68 13.90 126 25.20 21.60 18.90 15.12 12.60 129 23.28 19.95 17.46 13.97 11.64 132 21.80 18.69 16.35 13.08 10.90 135 20.28 17.38 15.21 12.17 10.14 138 18.80 16.11 14.10 11.28 9.40 141 17.40 14.91 13.05 10.44 8.70 144 16.20 13.89 12.15 9.72 8.10 PROJECT:JOGEN AND DEBRA PARRELL SOB MCCLOY PANEL LE P 12/11/98 OF Ico NGrN J- x w LEAN - TO UNIT 4" ROOF PANELS � _ . 024 THICK FACING L/180 DEFLECTION HORIZONTAL, DISTANCE VoqLUEs AO4E FROM WALL 4 "ERNE 2 TN .cI [�� S/!ice/ CG t TicAo-A F Aptc. ,,.,C ?o-r. M 4 s s PANEL PANEL PANEL PANEL LENGTH PSF LENGTH PSF LENGTH PSF LENGTH PSF 9.52 15.56 27.25 48.86 18 -6" 13.60 159-6„ 22.23 121-6" 39.21 9'-6 69.80 32.31 46.02 70.76 3 8.55 10.27 17.05 30.54 „ 18,-0" 14.67 1,50-011 24.36 126-0 43.64 9 -0 77.77 34.12 49.14 76.78 93.20 11.10 18.75 33.34 61.03 17'-6" 15.86 149-6'l 26.79 11 -6 47.63 86-61' 87.19 36.10 52.59 83.60 93.20 12.03 20.44 36.44 68.90 17'-0" 17 26 140-0's 56.40 11' -0" 52.0 8$-0" 93.20 13.07 22.46 40.00 78.39 " 111.99 16 -6 18.67 13 -6 32.08 10 -6 57.14 7 -6 40.61 60.67 93.20 83.20 14.24 24.77 44.10 89.99 16'-0" 20.34 13'-0" 35.39 10�-0" 62.99 71-00 2. 128.5 43.19 65.42 93.20 93.20 1. MAX WIND UPLIFT 2. MAX GROUND SNOW LOAD TYPICAL *3. MAX VERTICAL WIND LOAD *MAX VERTICAL WIND LOAD = VALUES SHOWN HERE OR VALUES FROM 4" GABLE POST CHART - WHICHEVER ARE SMALLER. PFDJEGT:J06EPN AND DEBRA FARRELL BOB MCCLO ' DATE:12/11/98 PAGE (t OF Il+ w L9 w ' V) � II n- uO o O �n II o 0 I Clq M M II co II a s _ n + II N "- j � CL N �- o it II 11 N II II II II II �' o 'o II v E ° z z o s r a 3 ,,0—,Z = .14 JSd 00'0 + „5-68 co w N U) 0},J � o0>- II ZJ� U)3: I w U Z Q Y'ne J iV V)5 00 14- �Sd 0'0£ YmNINIW „0—,L f'wxcT:J05EN AND DEBRA FARRFU. 8013 Mc-Loy DATE:17/21/W PAGE j OF i to LIVE LOAD ANGLE = 8.97' AREA < 200 SQUARE FEET MINIMUM LIVE LOAD = 20 PSF (PER CODE) DOES NOT GOVERN - USE SNOW LOAD SNOW LOAD SNOW LOAD ZONE 2 P = 30.0 PSF FOR DRIFTING - SEE NEXT SHEET PPOJ)=GT:JOSE N AND MRA FA1fi�U. 8013 McGLOY I1 PAGE 12/21/W OF I1. DESIGN CRITERIA WIND- LOAD ARLINGTON, MASSACHUSETTS HEIGHT = 12 ft. (< 50 ft.) WIND LOAD ZONE 3 V = 90 m.p.h. EXPOSURE C REFERENCE PRESSURE = 21 PSF ROOF : COEFFICIENT = 1 .2 SLOPE = 8.97' INTERNAL PRESSURE _ ±.2 WINDWARD 0 LEEWARD -.6 - P = (1 .2)(-.6)(21 ) + (-.2)(21 ) P = -15.12 -4.2 - P = - 19.32 PSF VERTICAL WALL : COEFFICIENT = 1 .7 P = (1 .7)(21 ) = 35.7 PSF ENGINEERED GLAZING SYSTEMS United States Office Turks and Caicos Office 310 East 1-30, Ste. 100 Providenciales Garland, Texas 75043 Turks and Caicos Islands Tele : 972-226-638G British West Indies Fax : 972-226-9844 Tele : 649-941-3286 egs @airmail.net egsbob @tciway.tc December 21, 1998 SKYTECH SYSTEMS 7030 New Berwick Highway Bloomsburg, Pennsylvania 17815 ATTN :. Mr. Ron Palombo _- Director of Engineering REF: Joseph & Debra Farrell Project Sunroom Calculations Dear Ron, I certify that the Skytech sunroom proposed for use on the Joseph & Debra Project in Arlington, Massachusetts will meet or exceed all requirements of the governing Building Code. See also Structural Calculation pages 1 through 16 attached: Code Requirements: Roof Snow load = 30 psf (Maximum Snow Drift Load = 40.00 psf) Roof Wind Load Uplift = 19.32 psf(V= 90 m.p.h. wind) Vertical Surface Wind Load = 35.7 psf(V= 90 m.p.h.) Please also see pages 9 through 16 attached for special Head Connection anchorage requirements. For standard connections see standard typical Sunroom Calculations, Lean-To 4" Vertical Wall System model dated 10/28/98, pages 1 through 140. If you have any questions, please let me know. Sincerely, OF LA GJ y O ROBERT A J' fC�STEHOY Robe J McCl 38371 eP �'e �FfS. ONAI nG • r I�RI/38 8KY7EC14 SY87Em PAGE I OF 7030 NEW BERWICK HUM. 13LOOMSMIFaG,PENNSYLVANIA 17815 D E c E U L� M AY 1 g 2001 L DEPT OF BUILDING INSPECTIONS NORTRAMPION,MA 01060 5m /V1 f� I V � 1�/-M C&CULAIIO SI J05EPH AND DEBRA FA LL Af;PJ-M "ON, 1" A55ACHU5ETTS 8 ROBERT �N J.MCCLOY 38371 SSroNAIL i _ ,PE E ER MASS L TTS #38271 �w _? i B v �t x� t. 1> 4 a I`j Li Pf1 AY 1 2001 DEPT Of'BUILDING 111':!SPECTIONS NORTP 1-71 MA 0!060 1 ra, i E C E V E MAY 18 2001 DEPT, OF BUILDING INSPECTIOt 24� Tl A I A A. 01060' Al rj "IX 4_1 IV 7#AL�f Zo 40 DEcE6V M AY 18 2001 DEPT Of BUILDING INSPECTIONS NORTHAMPTON,MA 01060 _o r�- i .tttAMP�. o� �liaaRCl�tiattl5 DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street a Municipal Building ' Northampton, Mass. 01060 WORKER'S COMPENSATION INSURANCE AFFIDAVIT C/ (llcenseeJPermlttee) with a principal place of business/residence at: 2 n�er .� �, (phone#)1-97$- 4/6-yy 16 (street/city/statehip) do hereby certify, under the pains and penalties of perjury, that: (/) I am an employer providing the following worker's compensation coverage for my employees working on this job: 13-I'l.A44-1 6 �Lq (Insurance Company) olicy Number) (Expiration Date) ( ) I am a sole proprietor, general contractor or homeowner(circle one) and have hired the contractors listed below who have the following worker's compensation policies: (Name of Contractor) (Insurance Company/Poticy Number) (Expiration Date) r. (Name of Contractor) (Insurance Company/Poticy Number) (Expiration Date) (Name of Contractor) (Insurance Compaay/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Poticy Number) (Expiration Date) (attach additional sheet if necessary to include information pertaining to all 000irattors) ( ) I am a sole proprietor and have no one working for me. ( ) I am a home owner performing all the work myself. NOTE:plc=be aware that while homeowners who employ petiom to do�i*+m R ncc comuuction or repair work on a dwelling of not more than three units is which the hornoowocr resides or on the grounris appurtenant thereto arc not gen rally oo=dercd to be employera under the work,ots oration Act(GL152_ts 1(5)},application by a homeowner for a license or permit may evidence the legal statue of an employer under the Workers CanVaas&tioa Act I undersund that a copy of this etatemerd=y be forwarded to the Deputmo of Industrial AC6&U s'Offioc of Imuranca for the coverage verification and that failure to see=coverage under section 25A of MOL 152 can lead to the imposition of criminal penalties oomistiag of a fine of up to 11,500.00 and/or irnp isonaset#of up to one year and civil penalties in the form of a Stop Work Order and a firm of 5100.00 a day againA me. ENfap4—se only r nro 9 —Lot# Signah rre of ermittee e ry . SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: ,, JJ Not Applicable ❑ Name of License Holder : l X td6��f _ CJ d 6 7f Q T License Number 3 � �1,x.rS �" L� Od-�rC• /�-rew.+Tlvw� . �z l r7 ,2.S��D> Address Expiration Date Signature Telephone mom I INNER ;M,]lMJMR Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephon -Q - SECTION 10-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Q Signed Affidavit Attached Yes....... ❑ No...... 9 Ti )ou k Xel '.f -/T-C); The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature S 1 P New House ❑ Addition 19/ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolitione New Signs [ ] Decks [ ] Siding[[ ] Other[ ] Brief Description of Proposed Work: 0-L,9,1e.1)�j'.e Alteration of existing bedroom Yes ✓ No Adding new bedroom Yes ✓ No Attached Narrative❑ Renovating unfinished basement Yes ✓ No Plans Attached Roll 21- Sheet❑ To _ f a. Use of building: One Family_V Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached?_i?'t d. Proposed Square footage of new construction. /(o g Dimensions 2 Y, e. Number of stories?_1 f. Method of heating? A] Fireplaces or Woodstoves A]a Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction 3 v v,4vd`- i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? >/ Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT L/I `- `� �� G((�j as Owner of the subject property hereby authorize to act on my bb wo alf, in all matters relativE�to rk authorized by this building permit applicati d Signature of Owner Date I, G:h-k&— T- � -t`�� tj J WJ f as Owner/Authorized Agent hereby declare that the statements arQ information on the foregoing 9pplication are true and accurate, to the best of my knowledge and belief. Signed under the ains and penalties of perjury. 4 Print Name Signature of Owner/Age Date 1 Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size aj 30 s 3 a 30, a� Frontage O ! ( 0 o� 5- Setbacks Front 7 Side L: R: Z W' L:q R:j a O Rear (�� 140 Building Height 2 Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved ID parking)' #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO_j,/ DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property?YES No IF YES, describe size, type and location: ' � r r.. �.,�.,�.�,,.;..ww...�,.�-. ..�... w . . �. _.�,._. _._.. , � _ ,.s � �' •�,` ,F D2 t f E C o Von l5 t4� t� ment 212 Ma eet MAY 18 2MOWori Northamptoli, M 01060 DENT OF BUILD N I Fax 413.587.1272 NORTHAMPTON,MA 01060 APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION''1-SITE INFORMATION Thls sew y 1.1 Property Address: � e 3, r XvIvA& L6410 Ila-ems 1 m sar IIm Sttrlct ' W SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name Print) Current Mailing Addre Telephone Signature 2.2 Authorized Agent: J;,.,,,1.1► j,,�,�1Mri►f C rye , s. it1j1&(,r .o 8 3' ;�s�. Name(Print U J Current Mailing Address: Ii(C<�d /r F Signature Telephone SECTION 3- ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 1'71YdTf 14 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total =(I + 2 + 3 +4 + 5) Check Number 0 ,""" This Section For Official Use Only' Building Permit Number: $ �, a� Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2001-0947 APPLICANT/CONTACT PERSON SUNLIGHT SUNROOMS ADDRESS/PHONE 38 SOUTH RIVER ST (888)616-4416 PROPERTY LOCATION 20 SYLVAN LN MAP 35 PARCEL 284 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildinp,Permit Filled out Fee Paid J Tyneof Construction:_REPLACE 12 X 12 DECK WITH 12 X 14 SUNROOM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 067507 3 sets of Plans/Plot Plan THE LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § PLANNING BOARD ZONING BOARD Received&Recorded at Registry of Deeds Proof Enclosed Finding Required under: § _w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § _w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commijaan Permit from CB Architecture Committee DS' Z L©c� Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. fL BP-2001-0947 CIS#: COMMONWEALTH OF MASSACHUSETTS pl# :; CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: ADDITION BUILDING PERMIT Permit# BP-2001-0947 Protect# JS-2001-1706 Est.Cost: $17400.00 Fee: $50.00 PERMISSION IS HEREBY GRANTED TO Const. Class: Contractor: License: Use Group: SUNLIGHT SUNROOMS 067507 Lot Size(sq.ft.): 32539.32 Owner: NEWTON ERIC B&MELODY M Zoning: SR Applicant. SUNLIGHT SUNROOMS AT: 20 SYLVAN LN Applicant Address: Phone: Insurance: 38 SOUTH RIVER ST (888) 616-4416 Workers Compensation ENFIELDCT06082 ISSUED ON:5124101 0:00:00 TO PERFORM THE FOLLOWING WORK:REPLACE 12 X 12 DECK WITH 12 X 14 SUNROOM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Rough Frame: Gas Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 5/24/010:00:00 1105 $50.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo